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HomeMy WebLinkAbout1.1-6363 1-2 Record Drawings6" CURB do GUTTER 149731 L.F. e CONCRETE SIDEWALK 319338 S.F. 6'- CONCRETE DRIVEWAY 139761 S.F. STREET NAME SIGNS 24 EA. SURVEY MON. 22 EA. STREET LIGHTS 15 EA, A.C. PAVING 59016 TONS AGG. BASE 5,762 C. Y. WARNING /REG. SIGNS 2 EA. STREET SIGNS 2 EA. SAW CUT 69238 L.F. 6' BLOCK WALL (3' RET.) 1.210 L.F. V CROSS GUTTER - 12 4 EA. LANDSCAPE 11,300 S.F. WHEEL CHAIR RAMP 27 EA. INNER CONNECT CONDUIT 69238 L.F. STRIPING 19210 L.F. _u S MMA, Ry OF lm .... ROVEMENTS- UNIT 2 BUTTERFLY ROSE AVENUE 6" CURB do GUTTER 99527 L.F. 4" CONCRETE SIDEWALK 249287 S.F. V CONCRETE DRIVEWAY 119385 SoF. STREET NAME SIGNS 16 EA. SURVEY MON. 14 EA. STREET LIGHTS 13 EA. A.C. PAVING 29663 TONS AGG. BASE 2959 C.Y. WHEEL CHAIR RAMP 16 EA. V CROSS GUTTER - 12" 5 EA. ADDITIONAL NOTES OWNER: DAVID P. ANTONGIOVANNI FAMILY TRUST U /T /A DATED SEPT. 6, 1990, ET AL c/o NANCY TURNIPSEED 3160 AUDUBON DRIVE BAKERSFIELD, CA 93301 SUBDIVIDER: LENNAR /COLEMAN 5 OFFICE PARK DR., STE. 200 BAKERSFIELD, CA 93309 ENGINEER: SMITHTECH /USA, INC. 1424 17TH STREET BAKERSFIELD, CA 93301 LEGEND: 1. CURB AND GUTTER TYPE "B" PER PLATE ST -1 (QTY SUBDIVI- SION STANDARDS 2. STANDARD CHAIN LINK FENCE PER PLATE D -12 CITY SUB - DIVISION STANDARDS. 3. STANDARD CHAIN LINK GATES PER PLATE D -13 CITY SUB - DIVISION STANDARDS. 5. STANDARD CATCH BASIN TYPE "A" PER PLATE D -14 CITY SUBDIVISION STANDARDS. 6. STANDARD SIDEWALK - COMBINATION TYPE PER PLATE ST -3 CITY SUBDIVISION STANDARDS. 7. STANDARD SURVEY MONUMENT PER PLATE ST -13 CITY SUBDIVI- SION- STANDARDS. & STANDARD WHEEL CHAIR RAMP PER PLATE ST -19 CITY SUB- DIVISION STANDARDS AND AS MODIFIED BY CALTRANS REVISED STANDARD PLAN A --88A. 9. STANDARD RESIDENCE DRIVEWAY PER PLATE ST -4 CITY SUB- DIVISION STANDARDS. 10. STREET CROSS SECTIONS PER PLATE ST -11 CITY SUBDIVI- SION STANDARDS. 11. STREET SPECIFICATIONS PER PLATE ST -9 CITY SUBDIVI- SION STANDARDS. 12. STANDARD STREET LIGHT - MAST ARM TYPE PER PLATE ST -14 CITY SUBDIVISION STANDARDS. 13. STANDARD CROSS GUTTER PER PLATE ST -17 CITY SUB - DIVISION STANDARDS. Drawing File: FR6363STR 03/24/06 ENNAR TRACT No. 63631 � 2 CONSTRUCTION PLANS STREET PLANS AND PROFILES PLANS AND PROFILES PRIVATE ENpNEERS W i M TO CMVACTQW THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTY S OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARS OF THE TILI � AVAIL .E RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT. AS SHOWN ON THIS NAP. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASKS TO PROTECT THE UTILITY LINES SH0`WN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ANY SUCH INFORMATION OR DATA. UNDERGROUND SERVICE ALERT MALL BE CONTACTED TWO WORKING- DAYS PRIOR TO CONST- RUCTION. 1-800-,227-2600 ENGINEER'S STATEMENT; I HEREBY STATE THAT THESE PLANS AND SPECIFICATIONS COMPLY IMTH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVI- SORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAN- DARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT E. SMITH RCE 35473 EXP. 9 -30 -07 INDEX tA7.o� DATE SH T. N0. SHEET DESCRIPTION 111 112 19 11TLE SHEET 2. NOTE SHEET 3. HARRIS ROAD 4. BEACH ROSE DRIVE 5. TROPICANA DRIVE 6. RIO SAMBA WAY 7. COUSTEAU AVENUE 8. BLOSSOM TIME AVENUE 90 CENTENNIAL STAR DRIVE 10. TANGERINE DREAM LANE 11. MANHIKI AVENUE 12. FRAGRANT CLOUD DRIVE 13. SWEET SUNBLAZE AVENUE 14. SUMMER DREAM COURT 150 AUTUMN SUNSET DRIVE 16. SPELLBOUND WAY 17. BUTTERFLY ROSE AVENUE 18. FIRST PRIZE WAY 19, CADBURY DRIVE 20. SUNFlRE WAY 21. BEDAllLER WAY 22. WHITMAN AVENUE 23. HARRIS ROAD STRIPING 24. INTERCONNECT CONDUIT DETAIL �:..i 4m CHISELED "Q" ON THE NORTH END OF A CONCRETE HEADWALL DATED 312' No AND 30' E. OF THE W. 1/4 COR. OF SEC. 199 30/27, M.D.M. VER BATUM LEGAL 12L2031PTIQN: BEING LOTS 39 69 11 AND 14 OF SECTION 20, T. 30 S., R. 27 E., M.D.M., IN THE CITY OF BAKERSFIELD, FIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER THE SALES MAP OF LANDS OF KERN COUNTY LAND! COMPANY, RECORDED MAY 28, 18929 IN THE OFFICE OF THE KERN COUNTY RECORDER. ALSO BEING A PORTION OF THE W. 1/2 OF THE N.E. 1/4 OF SEC. 209 T. 30 S., R. 27 E., M.D.M. PANAMA I LANE VICINITY MAP N. T. TOP OF CONCRETE MONUMENT w /fOPPER PAINT AT THE N. 1/4 CDR. OF SEC. 199 30/279 I.D.M. PER 1R. 6082 -UNIT 1 VER BATUM U.S.G.S. DATUM REVIS100 APPRovEn eY ROBERT E . SNUTH DATE R-CE 35473 EXp. 09/30/07 REYISION I APOROVEp BY: MAR)aN P . SHAW DAIE R.C.E 32178 EXP. 12/31 /08 REV510N.' LV-his � �►�'F+ Attts+ Cji�601 A46 L 5C 0PLI � S Tt t S to dt 2Z. SCAU ORDER MI WHICH UNITS WILL. BE CONSTRUCTED: 1.) UNIT ONE AND SUMP d 2. UNIT TWO AS Sul LT r*g, & 3 &3 �V -.,Ck=D Yoe- DATE RECTION SBY0 iu V ESSI 4 ,e N0. 35473 W A /An /nrt a / ow/ vr civi OF C AL11 WNW N a W .SOUTHERN PACIFIC RAILROAD 111 112 PACHECO l ROAD 115 108 PROJECT 106 105 104 SITE 102 35 LLJ 6363 STREET o o � mi e eh_ USA ° o Q FUTURE HARRIS ROAD Lu z � THE HABERFELDE BUILDING w CD 1424 17TH STREET BAKERSFIELD,CA 93301 ROBERT E. SMITH RCE 35473 DATE w � JOB N0. - 04 -118 SHEET 1 OF 24 SHEETS w � o � PANAMA I LANE VICINITY MAP N. T. TOP OF CONCRETE MONUMENT w /fOPPER PAINT AT THE N. 1/4 CDR. OF SEC. 199 30/279 I.D.M. PER 1R. 6082 -UNIT 1 VER BATUM U.S.G.S. DATUM REVIS100 APPRovEn eY ROBERT E . SNUTH DATE R-CE 35473 EXp. 09/30/07 REYISION I APOROVEp BY: MAR)aN P . SHAW DAIE R.C.E 32178 EXP. 12/31 /08 REV510N.' LV-his � �►�'F+ Attts+ Cji�601 A46 L 5C 0PLI � S Tt t S to dt 2Z. SCAU ORDER MI WHICH UNITS WILL. BE CONSTRUCTED: 1.) UNIT ONE AND SUMP d 2. UNIT TWO AS Sul LT r*g, & 3 &3 �V -.,Ck=D Yoe- DATE RECTION SBY0 iu V ESSI 4 ,e N0. 35473 W A /An /nrt a / ow/ vr civi OF C AL11 WNW N a W 109 110 111 112 113 114 115 108 107 106 105 104 103 102 35 L115 109 110 111 112 113 114 115 108 107 106 105 104 103 102 r44 43 42 41 40 39 38 37 29 30 31 32 33 34 35 '36 148 147 146 145 144 143 142 141 140 REVIEWED BY: b, TRAFFIC ENGINEER`: Q6 ..._._....... REVIEWED BY i TANT PUBLIC WORKS DIRECTOR z/ APPROVED BY: Z1010 ROJAS RCE 39880 EXP. 12 -31 -07 BLIC WORKS DIRECTOR, CITY OF BAKERSFIELD 00 -UNITS 1 & 2 � TRACT No. 6363 STREET PLANS &PROFILES � mi e eh_ USA INCORPORATED THE HABERFELDE BUILDING 1424 17TH STREET BAKERSFIELD,CA 93301 ROBERT E. SMITH RCE 35473 DATE (661) 327 -8492 FAX 327 -8493 JOB N0. - 04 -118 SHEET 1 OF 24 SHEETS NOTES. 1. 24 HOUR NOTICE ALL BE REQUIRED FOR TESTS AND INSPECTIONS. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO COWORM TO EXISTING PAVED SURFACES; THE EXISTING PAVEMENT SHALL BE SAW CUT. 2. All COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE PROVIDED BY THE ENGINEER, NUMBER A PRIME COAT ALL NOT BE REQUIRED ON NON—PAVED AREAS TO BE SURFACED PRIOR M THE PLACEMENT OF ASPHALT CONCRETE..; HOWEVER* *SUBGRAW AND LOCATION OF THE COMPACTION TESTS SHALL BE DETERMINED ALL OTHER REQUIREMENTS OF SECTION 39-4.01, OF THE BY THE CITY ENGINEER OR HIS AUTHORIZED AGENT. STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO VOICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO 3. AN "9* SHALL BE STAMPED ON FACE OF CURB INDICATING LOCA— PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LJMITS OF CONSTRUCTION. RON OF HER LATERAL PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED 4. PRIOR TO THE START OF MY PHASE OF CONSTRUCTION THE CITY BY THE ENGINEER. CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS NOTICE. 326-3049 DIRECTED BY THE ENGINEER. ADDIMONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, %1HERE SHOWN ON 5. IT IS THE RESPONSIBKJTY OF THE CONTRACTOR TO ENSURE THAT THE PLANS AND AS DIRECTED BY THE EN NEER, AND HAND RAKED, IF ALL UNDERGROUND IMPROVEMENTSi WTHIN THE AREA OF THE NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. RIGHT OF WAY, HAVE BEEN. COMPLETED PRIOR M THE 51tLt- WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE START OF ANY CONSTRUCTION OF PAVING. IS 0.15 FOOT OF LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT 6• NTH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS ALONG THE LONGITUDINAL DROP—OFF ADJACENT LANES IS NOT AND STREET LIGHTS SHALL BE INSTALLED AT THE GREATER _R THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING ATE EXTENSION OF TH . E LOT LINE WHERE THEY HAVE BEEN SHIFT OF NORMAL PAVING OPERATIONS ADDITIONAL ASPHALT CONCRETE SHALL INDICATED ON THESE PLANS. THE CONTRACTOR SHALL BE PLACED ALONG THE TRANSVERSE DROP—OFFS ON EACH LANE. SUCH ENSURE THAT ALL LIGHTS & SIGNS ARE PROPERLY INSTALLED. ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBIJC TRAFFIC. 7. SIGN PANELS SHALL BE MOUNTED ON POSTS NTH HAWKINS M2G KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL THE CONFORMS To FACILITATE THE REMOVAL OF THE CONFORMS WHEN ROADSIDE SIGNS INSTALLED PER SID. T-19 SHALL BE LOCATED PAVING OPERATIONS RESUME. WITHIN SIDEWALK V FROM BACK, WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH . (TYPE B). ASPHALT CONCRETE SHALL BE TYPE 8. ASPHALT CONCRETE- A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL •A• (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE CO IGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED •B• (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN PROVISIONS N SECTION 39, *ASPHALT CONCRETE,* OF THE STANDARD THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT SPECIFICATIONS AND THESE SPECIAL PROVISIONS. BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED PRIOR To THE ADDITION OF ASPHALT BINDER, THE COMBINED ALONG THE TRANSVERSE DROP—OFFS ON EACH LANE AND ALONG THE LONGITUDINAL MINERAL AGGREGATE FOR TYPE T (MOIDIFIED) OR INYPEN Bm MODIFIED} ASPHALT CONCRETE SHALL CONFORM TO THE REQUIRE— DROP—OFF BETWEEN ADJACENT LANES SUCH ADDITIONAL ASPHALT CONCRETE BE AND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE ENTS OF SECTION 39 -202, mAGGREGATEsm OF THE STANDARD SPECIFICATIONS FOR 3/4! MAXIMUM, MEDIUM GRADINQ THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACIUTATE THE 9* ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT ALL BE REMOVAL OF THE CONFORMS WHEN PAVING OPERA11ONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT BACKF11 AND COMPACTED PER CITY STANDARD ST 22. OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041• 10. M OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF IN—PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE NTH CALJFORNIA BAKERSREID PUBLIC WORKS DEPARTMENT PRIOR TO MY WORK BEING TEST 375. IF THE IN—PLACE DENSITY OF MY LOT OF ASPHALT CONCRETE IS LESS THAN ED WITHIN EXISTING ACCEPTED STREET RIGHT—OF—WAY. UNLESS T OR GREATER THAN 94 PERCENT OF THE MAAMUM THEOREDCAL 92 PERCENDENSITY, SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON M APPROVED ENGINEERS ESTIMATE FOR WORK PERFORMED WITHIN THE THE CONTRACTOR ALL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES RIGHT—OF—WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OR BOTH 9 F NEEDED, NEED ADjUSTMENI ASPHALT CONCRETE SPREADING OF THE PERMIT OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE AGGREGATE FOR TYPE '18m ASPHALT CONCRETE SHALL CONFORM M THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MET THE REQUIRED COMPACTION. F My SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT REQUIREMENTS FOR THREE—FOURTHS (3/4) INCH MAXIMUM, MEDIUM GRADING . 'A.GGREGATEss MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE - TED BY THAT LOT AS SPECIFIED IN SE 39-2.OZ OF THE STANDARD SPECI— SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN —PLACE FICATION• WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING M ANY • "AGGREGAIE7 DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT OF THE GRADING REQUIREMENTS IN SECTION 39-2--0Z OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTER 64i TA— THE RELATIVE COMPACTION IS OTHER LESS THAN 90% OR MORE THAN 96% , THE ASPHALT CONCRETE REPRESENTED By THAT LOT SHALL BE REMOVED AND PERS AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE REPLACED NTH MATERIAL THAT DOES MEET THE IN—PLACE DENSITY REQUIREMEN• BEING CONSTRUCTED* ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE THE CORRECTIVE WORK SHALL BE AT THE DEVELOPERS EXPENSE. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE AR 8000 VISCOSITY GRADED ASPHALTv UNLESS OTHERWISE DIRECTED BY THE RED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR 4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE OTHER-. (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES� (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE ENGINEER THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR '*S"�—REFINED PAVING ASPHALTTt IN SECTION 92-1-OZ OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. "WADET, OF THE STANDARD SPECIFICATION& THE AMOUNT OF ASPHALT BINDER M BE MIXED WITH THE MINERAL AGGREGATE F ABRASIVE GRINDING IS USED M BRING THE RNISHED SURFACE M SPECIFIED SURFACE TOLERMMSj ADDITIONAL GRINDING SHALL BE PERFORMED, SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE NTH CAUFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN ► AS NECESSARY, M ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE THE WORK THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF WINDING BY THE ENGINEER. AT LEAST 14 DAYS PRIOR M THE START OF WORK, THE CONTRACTOR ARE NORMAL TO THE PAVEMENT CENTOWNE• ALL, GROUND ARM SHALL BE NEAT RECTANGULAR AREAS' UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL SUBMIT THE FOLLOWING FOR THE ENGINEERS REVIEW AND APPROVAL SHALL CONFORM To THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR A. A LIST OF AGGREGATE AND ASPHALT SOURCES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES M BE INCORPORATED PARAGRAPHS OF SEC11ON 42 -2.02, 'CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED M ALL FINISHED ASPHALT SURFACES AT THE IN THE WORK CONFORM M THE REQUIREMENTS OF SECTION 39-2-OZ "AGGREGAIr OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL DEVELOPERS EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING P RO VI SIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. RESULTS SHOULD NOT BE OLDER THM SIX (6) MONTHS. ALL 01 ER TESTS RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH BASE MATERIAL W ARTERIAL AND COLLECTOR ROADBEDS SHALL MET THE THE CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING M SECTION DESIGN IS BASED SHALL BE. SS`uBmITTED WITH THE MIX DESIGN ALONG WITH 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDIT lON9 HOWEVER, NO THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED RECYCLED OR RECLAIMED MATERIAL ALL BE ALLOWED. BASE MATERIAL IN LOCAL By ASTM D-2041. THE ASPHALT CONCRETE MIX SHALL MET THE ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MSCR1ME0US BASE (CMB) REQUIREMENTS OF SECTION 39-2-02, *AGGREGAT• OF THE STANDARD CONFORMING TO SECTION 200-24 OF THE PGREO4BOOKs. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUDIuI1TTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WI HEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP M THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED NTH THE ASPHALT CONCRETE MIX DESIGN. Drawing File: FR6363STR 03/24/06 LENNAR 6! bb&vdI tv- R/W FL 45 , ** 34!" ��� oil LOT 2! 1/4• ! P E R. or R 3.49• HARMS RD. S BELOW FL ROUGH GRADE LINE NOTES-. MAXIMUM CROSS FALL TO LOW GUTTER SHALL BE ON SLOPE FROM HIGH GUTTER SEE PLAN SHEET'S HARRIS ROAD CITY OF BAKERSFIELD PLATE 5-27 — REVISED N.T.S. CROSS SECTION T.I. 7.5 R —VAL 18 .4d'A.C. OVER (.W' C.A.B. OVER 54195% CUMP. O.G. PAD R W fE f1 I I 10, — a 16. 22' 22' CROSS SECTION . 60 Rte_ CITY OF BAKERSFIELD PLA11E S-27 — REVISED N.T.S. TYPE "A'9 LOCAL STREET T.I. 4.5 R —VAL 18 .25! A.C. OVER .50! C.A.B. OVER .50" 95% COMP. O.G. 0'vLJ I�RA DATE-- V. 634:9 X oAll-y TECORD DRAWING" A646"A si "!'ORRECTIONSBY' DYE C. DATE___1_10�_ No. 35473 VC3 9/30/07 CICA IX, op 71� $' -10' I 2V PAD • 4000" BROW FL NOTES- MAAMUM CROSS FALL M LOW GUTTER SHALL BE 0.5' SLOPE FROM HIGH CRITTER SEE PLAN SHEETS �i WAi .� .� . . � �- -- -. . ..a.�. ��e -�:.�- �- � � . . - . . � �� m`� � - � :� ^�\ � . � . � . . . � . « \ \� \.� z) � � � .�- ^ . � ~ � � \ . .±�\ \\ � �� ��+ : � � � � \ ��: �:� � � t � m� \��� ��\ .� � � \�\ ' f� :� \ . � . � _ � � �� . �\ . ° «. \ . : �� � - I ��\ VIC 1 Y ���\ . �� � \ \��\ ~mss 06 ^ � © � . �a ! . ( | � ! � � . . � 7� : � ��> ��» ƒ \ ��/ � » :� ^�` � �, `��, � � \ « +�¥ ��< �f� �% .� ~ ���� � �« �� \ ` / .� �`� � � � . � ^ d�° � � �` ` � / ^ �� ^ � \ _ � . i {�§ ------------ --E)— m CD X0.5 52, c-) 39.871 28 SUMP 27 S 73°28'17" E 26' D W ?4-- _— — 26" DW N 8510'34" E PRC GB FL 351.36 BC FL 351.58 EF cu GIN lq- C> ul) W) M LL- m C.D LLJ LID C-) U-) C> + U-5 (0 FL. O WL INE CURVE D Q TA (TV BE CONST. OR EXISTS AS NOT£D) NUMBER ANGLE RADIUS LENGTH TANGENT 0) 11412'42" 20.00' 39.87' 30.92' ck= 73%29'53" 84.00' 107-751 62.72' ON m 22*25'35" 35.00' 13.70' ' 4) 901100,00" 20.00' 31.42' 20.00 9 PT. RADIAL TL 7 CENTERLINE STA, - AS N 90800,00" -90000,00 20.00' 31.42 —20.00 9 8. qg� 04 re) C) * 35.00' 54.98 35.00 0 .SCALE* , HORIZ. 1 50 cr) r4e) VE R To Jill 1 2 + LL- ------------ --E)— m CD X0.5 52, c-) 39.871 28 SUMP 27 S 73°28'17" E 26' D W ?4-- _— — 26" DW N 8510'34" E PRC GB FL 351.36 BC FL 351.58 EF cu GIN lq- C> ul) W) M LL- m C.D LLJ LID C-) U-) C> + U-5 (0 C--)-i Q) Lr) 0� M 1 s ul-) (TV BE CONST. OR EXISTS AS NOT£D) 20 1 u') e STD. oli 01i SEE SHEET G2 C:) ck= C-4 c-> c%q u') co ON m .7Z �— CD • U-) CAL TRANS SPECIFICAr10N PER STD A -88,9 U-) C.> + m cr. C--)-i Q) Lr) 0� Lem". Q) Lr') d NOTE: CONSTRUCT STREET SECTION PER TYPE ')A') LOCAL STREET SECTION ON SHEET 2. Lo M CITY MONUMENT ENCASEHENT PER COB S7D ST-13 (TV BE CONST. OR EXISTS AS NOT£D) UJ STD klo e STD. oli 01i STD. w ck= %Lu c%q 1� ON m rn Lem". Q) Lr') d NOTE: CONSTRUCT STREET SECTION PER TYPE ')A') LOCAL STREET SECTION ON SHEET 2. Lo M CITY MONUMENT ENCASEHENT PER COB S7D ST-13 (TV BE CONST. OR EXISTS AS NOT£D) UJ STD STREET LIGHT -9500 LUMEN PER COB STD ST-14 e STD. S TREE T LIGHT - 22080 LUM£N PER COB STD S + STD. w ck= %Lu c%q 1� I a w M CAL TRANS SPECIFICAr10N PER STD A -88,9 Cl � DRIVEI/AY PER COB S7D 57 -4 AND T-12 TRAFFIC CON720L SIGN - AS NL 7 TEB PT. RADIAL TL 7 CENTERLINE STA, - AS N cm N q4* 0; <. * TYP, U") qd- # T 7YP, qg� 04 re) C) * m cr) qqd- w �— + m C) CN cr) r4e) cn OUTLET STRUCTURE PER COB STD B-11 + LL- SEE SHEET 4 q* .— � c> L L 10[1201-1- 20 111 cu klo (\j Lu 5 10 00 ON CrN 36 5 t4 40 + loo- C-I> �W� O Lo CN C) C%4 C> + cri -J N q1t . r- C.> LL- � n --j SEE SHEET 4 M LL- m M CITY MONUMENT ENCASEHENT PER COB S7D ST-13 (TV BE CONST. OR EXISTS AS NOT£D) <> STD STREET LIGHT -9500 LUMEN PER COB STD ST-14 e STD. S TREE T LIGHT - 22080 LUM£N PER COB STD S + STD. w ck= %Lu CITY STREET NAME SIGN PER COB STD T-1 1� STD, WHEEL CHAIR RAA4P PER 0B STD ST-19 AND CAL TRANS SPECIFICAr10N PER STD A -88,9 � � DRIVEI/AY PER COB S7D 57 -4 AND T-12 —*— TRAFFIC CON720L SIGN - AS NL 7 TEB PT. RADIAL TL 7 CENTERLINE STA, - AS N —♦ TYP, SEVER MAIN &MANHOLE TYPE 14r PER COB STD SW -4 T 7YP, TYPE 'f4f CATCH $4SIN PER COB STD -14 RCP co �— 139 PARK - ---------- T ------- - - ----------- ... . ...... ------------------ -------------- - -- - - - --------------- ---------- ---------- --------- - ---------- ---- ------ ---------- -- - ----------------- - --- ------- --------- ------ 11 -------------- ----------- . ....... ----------- – ---- ---- . . . . . ..... . ..... m .. . ...... - ----- - ---------- . ........ ....... ...................... - -- - --- -- ------ - ----- CN ------------- ----- ------ C) - ...... - --- -- . ........ ... .... ---- ----- ----- C) * 0.322%11 `0 + Not .200-321 ON CU VE . .... ..... 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SMITH RCE 35473 DATE LEGEND • STD, CITY MONUMENT ENCASEHENT PER COB S7D ST-13 (TV BE CONST. OR EXISTS AS NOT£D) <> STD STREET LIGHT -9500 LUMEN PER COB STD ST-14 e STD. S TREE T LIGHT - 22080 LUM£N PER COB STD S + STD. STREET NAME SIGN (METRO) PER COB STD T-1 + STD. CITY STREET NAME SIGN PER COB STD T-1 1� STD, WHEEL CHAIR RAA4P PER 0B STD ST-19 AND CAL TRANS SPECIFICAr10N PER STD A -88,9 � � DRIVEI/AY PER COB S7D 57 -4 AND T-12 —*— TRAFFIC CON720L SIGN - AS NL 7 TEB PT. RADIAL TL 7 CENTERLINE STA, - AS N —♦ TYP, SEVER MAIN &MANHOLE TYPE 14r PER COB STD SW -4 T 7YP, TYPE 'f4f CATCH $4SIN PER COB STD -14 RCP W /RGJ CL III &MANHOLE TYPE 'Wr PER COB STD SW -4 �— T YPo SEVER MAIN & CLEANOUT PER COB STD SW -6 :1— STD. OUTLET STRUCTURE PER COB STD B-11 STD. b BASIN PER co STD D -11 SHEET 8 OF 24 SHI ETS T, '11� --E)— ti 4,w a \ \� � � � `\ � :� � z � � �� ,��_ ��\ ��� ( / °� ��\ ���\ � � z: �` ��m \� U ��: \��` . ! \ �z � . . �g \: < I f�1. . [��� \ . � � � � . . � � d � � �� � : y���� \ : �� . :: lz� -'I'll, 4 If .Owl --E)- � l- l031�3 AOWM6 l t2 FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 1 61 15'22" 33.00' 35.28' 19.54 2 121 *05'270 42.00' 88.76' 74.37' 13 121 *05'27' 42.00' 88.76 74.37' 4 01 *57'50" 522.00' 17.89' 8.95' (5)_ 02'01'40" 478.00' 16.92' 8.46' 34 9 90'00'00" 20.00' 31.42' 20.00' T 900 w 20.00' 31.42' 20.00' 8 90'00'00' 20.00' 31.42' 20.00' 9 900'00" 20.00' 31.42' 20.0' 10 03'48933' 522.00' 34.70' 17.36' Q 60 O rri 59 o� 9 +58.06 $VC F L 354.3 2 C 17.79' �r. a q C V FLOWLINE CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT 11 03'48'33" 478.00' 31.78' 15.89' 1 90wwo 20.00' 31.42' 20.x' 1 90W00" 20.00' 31.42' 20.00' 9 900 W 20.00' 31.42' 20.x' 1 90+00'00" 20.00' 31.42' 20.00' 16 6210!W 33.00' 35.81' 19.90' 1 121'5'270 42.00' 88.76' 74.37' 18 121'05'27" 42.00' 88.76' 74.37' 00 ago cc • r� 3 ti 1. 1�10 m C.> � �- m W cn P U's 18 W2 N ul) 114- cb Cl 3541 0- U� © + 0 CD + w + o .-, 3 t q im SEE SHEET 15 3 `O �' C -�-t :"� -• - - i-i C r _--1 `tV Mm M F k 3 350 AA tp C3 1 34 9 {{ i � � ! i ..__'�"^'_'°'^^.^ - T- ..- .- �..... .__....�.. -.�._ � _ _ ...._� 6. Z91 ••. f q F } 3%50 f 00 ago cc • r� 3 ti 1. 1�10 m C.> � �- m W cn P U's 18 W2 N ul) 114- cb Cl 3541 0- U� © + 0 CD + w + o .-, a. o •--� D q 1 CU c� q � SEE SHEET 10 W cn P U's i t z =D cb m"QC 3541 0- 25 cr t M � > c.> W N N 3 t q im SEE SHEET 15 3 `O �' C -�-t :"� -• - - i-i C r _--1 � SEE SHEET 10 J P U's i t w 6 c°3 + m"QC 3541 0- 25 cr t M � > c.> W f o , O.C. 3!i3 i .. U 3 1/ _ a-• _ �--. 7 - L N N V Q 0 `tV 3 3 kl0 A q cU cU q q LA _ W Q U Rt Q3 cc `0 `0 W ON 00 a' : o 0 � rn + + c cti I ..._ I . o . 1110 1110 u # 114- lwq- o ru'i + + z N �gw Lin A � � m � g NOTE: CONSTRUCT STREET SECTION PER TYPE •A" LOCAL STREET SECTION ON SHEET 2. � U -�- to o Q0 W a c+o SCALE: ART. \1" = 2� UNIT 1 10 11 12 13 14 15 16 17 357 r 356 Sjt 3!i!it i t j f [ 3541'2)- 3541 0- H. J 353 - iw 3!i2 U t M � > c.> W f o , O.C. 3!i3 i .. U 3 1/ _ a-• _ 3511 7 - L V 0 C? 1110 1110 u # 114- lwq- o ru'i + + z N �gw Lin A � � m � g NOTE: CONSTRUCT STREET SECTION PER TYPE •A" LOCAL STREET SECTION ON SHEET 2. � U -�- to o Q0 W a c+o SCALE: ART. \1" = 2� UNIT 1 10 11 12 13 14 15 16 17 357 r 356 Sjt 3!i!it i t j f [ 3541'2)- 3541 0- H. J 353 - iw 3!i2 U t M � > c.> W f o , O.C. 3!i3 i .. U 3 1/ _ a-• _ 3511 7 - L V 0 C? Mm M F k 3 350 AA tp C3 � U -�- to o Q0 W a c+o SCALE: ART. \1" = 2� UNIT 1 10 11 12 13 14 15 16 17 357 r 356 Sjt 3!i!it i t j f [ 3541'2)- 3541 0- H. J 353 - iw 3!i2 U t M � > c.> W f o , O.C. 3!i3 i .. U 3 1/ _ a-• _ 3511 7 - L V 0 C? Mm M F k 3 350 AA tp C3 1 34 9 {{ i 3571, r 61 to Cl j f [ � 3541 0- H. J ` _ f o , O.C. 3!i3 i .. U 3 1/ ts §� c> CQ C6 V cc } Mm M F k 3 W tp C3 ER 4, N �- En � � ! i ..__'�"^'_'°'^^.^ - T- ..- .- �..... .__....�.. -.�._ � _ _ ...._� 6. Z91 ••. f q F } 3%50 f 3491 3 ` o t C t _4 IL OULQ 7- (j ­ 0*204% c one Go IT 0. C. I .4 Ze J -- _. -__V U N Go N �if . . ON uR IDENTICAL G%4�s UNE T- to Cl f t.J � � a c* H. J en _ ts Q CQ i m ' W cc } M W ER 4 LO IDENTICAL G%4�s UNE r f -0/ a c* CN CQ CSC } M ER 4 LO �- ' .,..._.,• ice.. ......-- _..,,......._ ,.,_...,.. � � � ! i ..__'�"^'_'°'^^.^ - T- ..- .- �..... .__....�.. -.�._ � _ _ ...._� 6. Z91 ••. f f SEE SHEET 14 3 ` o `. 573% am + +ul±�K f • • O.C. 3 .5969 0 31.42' ao POW it aj_ P SE f f t�1 ce a- U U. ul cc LLJ L0 i $ $_ .- . --- i A q Qj Qj 4g,0 ESSI pN w No. 35473 mi � 9/30/07 civil., OP C ALZ��4 R -zr -off ROBERT E. SMITH RCE 35473 DATE EA W moo? d 6° �► X00 3 ti`�16 0 0 y 23 +69,02 EVC 354.60 � (17.79 LT.) s � � N , zo o 4 q � �, 9 2 s R W � ii N I � (--:).j g� Zit: 3 � � JLJ =�Q ° � � � ° �� � N 96 � 95 � � '.� SEE SHff7 12 !�� "� o a -. Q) 17LJ CC) to Q__)mj 0i � m 6 8 p�J m' C13 v � a 80 er a i N o �� 00 6 � cl � 011 � N U-5 m r, � N 10 k-0 ou Vw- CN cu LEGEND E, ♦ sm arr ste�r AWNE SIGN PER COB STB r -1 '} TrP SEVER MAIN d MAME TrPE A• PER cva STB SV 4 1� STD. VHEEL CHAIR RAMP PER COB STD ST -19 AND T T YP TYPE A' CATCH BASIN PER COB STD -14 • STR CITY NWHENT ENCASEMENT PER CUB STD ST-13 ) CAL TRANS SPECFICA T19N PER STD A -88A RCP vau CL iii d ASE mr A' PER cm STD sv.4 110 BE CONST, OR EXISTS AS l a f miwwr PER cm STD ST -4 AND T -12 TYP sEvER MAIN & aEANOUT PER COB STD SV-6 o STA STREET LIGHT - 95A0 LLWN PER CAB STD ST -14 o STB, STREET LIGHT - 2288 LUKEN PER COB STD ST -14 TRAFFIC CONTROL SIGN - AS NOTEB 7- STR OUTLET STRUCTURE PER COB STD D -11 Sm STREET NANE S16N (PETRU) PER COB STD T -1 PT* RADIAL TO CENTERLINE STA. - AS NDTEB STR BRAINAGE BASIN PER COB STD D -11 0 uw) t 7 Cl A&I"N W, 1 19 20 21 22 23 24 �C-i - -- x � 355 .n�7� .0.45;q wmmwi _ M � 34.70' � C4 ON C G_j cc Go a + Cb co cto 31.78 �- cm Co J -mile - LL_ Ln t0 cif i to LO cc ! _ c • C> [ tD _11= ON ��R v r� V U M +I�.�► C ct� G1 ot Of --i AW a) ON CURVE 354 353 -� 352 351 owl 1 350 -1 3491 t r.I 1 r . i W ILL i : F � �► a r � ri�%�rL�r�ur�rrdr /�)�r; w�r��r, ■ � /�. r�rr CN CQ CSC M CLOO ER 4 LO SEE SHEET 14 co o A q Qj Qj 4g,0 ESSI pN w No. 35473 mi � 9/30/07 civil., OP C ALZ��4 R -zr -off ROBERT E. SMITH RCE 35473 DATE EA W moo? d 6° �► X00 3 ti`�16 0 0 y 23 +69,02 EVC 354.60 � (17.79 LT.) s � � N , zo o 4 q � �, 9 2 s R W � ii N I � (--:).j g� Zit: 3 � � JLJ =�Q ° � � � ° �� � N 96 � 95 � � '.� SEE SHff7 12 !�� "� o a -. Q) 17LJ CC) to Q__)mj 0i � m 6 8 p�J m' C13 v � a 80 er a i N o �� 00 6 � cl � 011 � N U-5 m r, � N 10 k-0 ou Vw- CN cu LEGEND E, ♦ sm arr ste�r AWNE SIGN PER COB STB r -1 '} TrP SEVER MAIN d MAME TrPE A• PER cva STB SV 4 1� STD. VHEEL CHAIR RAMP PER COB STD ST -19 AND T T YP TYPE A' CATCH BASIN PER COB STD -14 • STR CITY NWHENT ENCASEMENT PER CUB STD ST-13 ) CAL TRANS SPECFICA T19N PER STD A -88A RCP vau CL iii d ASE mr A' PER cm STD sv.4 110 BE CONST, OR EXISTS AS l a f miwwr PER cm STD ST -4 AND T -12 TYP sEvER MAIN & aEANOUT PER COB STD SV-6 o STA STREET LIGHT - 95A0 LLWN PER CAB STD ST -14 o STB, STREET LIGHT - 2288 LUKEN PER COB STD ST -14 TRAFFIC CONTROL SIGN - AS NOTEB 7- STR OUTLET STRUCTURE PER COB STD D -11 Sm STREET NANE S16N (PETRU) PER COB STD T -1 PT* RADIAL TO CENTERLINE STA. - AS NDTEB STR BRAINAGE BASIN PER COB STD D -11 0 uw) t 7 Cl A&I"N W, 1 19 20 21 22 23 24 �C-i - -- x � 355 .n�7� .0.45;q wmmwi _ M � 34.70' � C4 ON C G_j cc Go a + Cb co cto 31.78 �- cm Co J -mile - LL_ Ln t0 cif i to LO cc ! _ c • C> [ tD _11= ON ��R v r� V U M +I�.�► C ct� G1 ot Of --i AW a) ON CURVE 354 353 -� 352 351 owl 1 350 -1 3491 t r.I 1 r . i W ILL i : F � �► a r � ri�%�rL�r�ur�rrdr /�)�r; w�r��r, ■ � /�. r�rr .� ^ � _� \��> ,�� > ��& ®�» ; � f ƒ ` «z \ � \ �>� �\ \ �� � .� � : � �. � . � . ° � � �^ . . ��� � � » <� � / , � �\ / �. ., � � � « .� .� � v �. � i § { \ « I r yam» �a� —�� � ^ ,�_« ��� � �� � . � � ... : / � « � \ � \ . \ ^�`\ \\ �. : \ \ : \ �§ . . . 2 I_ 1 Sh FLOWLINE CURVE DATA NUMBER DELTA RADIUS LENGTH TANGENT 1 1281501" 42.00' 94,01' 86.59' A A 1281501" 42.00' 94.01' 86.59' 3 13'32'10" 30.00' 7.09' 3.56' 4 62'57'52" 35.00' 38.46' 21.43' W 9000600 20.00' 31.42' 20.00' 6 90WOO" 20.00' 31.42' 20. =' 7 90'x'00" 20.00' 31.42' 20.00' 8 900'00" 20.00' 31.42' 20.00' 9 4414'55" 35.00' 27.13' 14.29' 1 44 "24'55" 35.00' 27.13' 14.29' 11 134 *24'55" 42.00' 90S 99.95' i 134024'55' 42.00' 98.53' 99.95' SCALE: 357 356 355 354 353 352 xm w S 9 +58.56 BVC 354:62 (6-85'* LT.) � 43 O I ! R /W- � s' S EWER raK7 N Zo. 0 3 C) A cn � U C1J 56 cu Ri• � rapt X61,8 0t ��o cI C.9) 4 1 U g ¢ + HORIZ. 1" = 50' VERT. 1'9 = 2 99 0.493% -- -e-- -- 132. 7, r4,5 UU I A cu q ti 0 z °° Ea- W o �, co J QC 5 .'�.. Q !- SEE SHEET 18 LO ci �- 3 '' V 2 V 2V ! V A J m -� I A A A A A ;� CXJ IOU \0 v 5 n, U R, L Q*j 38 37 0 Q-)j (---)i C:) �°, o Cu Cu u°� t-; vii Q o N +, + _,� a -� + + + w N d- ter- � LO �O V" 5 61# CONST. 7rE B CURB & GMER f 20K6 8� SEKS .3 6 SEWER W 714 4.5 COMB SIDEWALK --TYP. �, T I p 12 N 89'15'19" W 13 )J 14 ,._.� _.... � 1 fi cv F �5,,� 24 S.D• N 89151 J W B20K5 FL L 0 10 ao 8 and t A I I ` R/W A Cu O A C::) CdLJ M N � � CD 2 a i - w 3 w q A A A A p 1 � � N (=0 "Xi 49 50 (:Z)j 0 6 5 LO 201 Q 1 Q ui 'e' � ° SEE SFIEET 16 �'" \0 §� §! `W 4 CTS BE CONS T. OR EXISTS AS NO TED � 0 STREET L16HT - 95W LUNEN PER COB STD ST -14 IL GAD a 430 oo CI C1 � n. � a- V W A A r M G © � � � Q--.d OO LO a © CD --� © o 9X >6 � 4 2 41 ._.... dw �- 13T90.70 WNST TYPE wAw C.B. w/3.5 OPENING (18) r IS 9A `sue W RADIAL TO CENTERLINE STA. - AS ACTED I ' { S 9 +58.56 BVC 354:62 (6-85'* LT.) � 43 O I ! R /W- � s' S EWER raK7 N Zo. 0 3 C) A cn � U C1J 56 cu Ri• � rapt X61,8 0t ��o cI C.9) 4 1 U g ¢ + HORIZ. 1" = 50' VERT. 1'9 = 2 99 0.493% -- -e-- -- 132. 7, r4,5 UU I A cu q ti 0 z °° Ea- W o �, co J QC 5 .'�.. Q !- SEE SHEET 18 LO ci �- 3 '' V 2 V 2V ! V A J m -� I A A A A A ;� CXJ IOU \0 v 5 n, U R, L Q*j 38 37 0 Q-)j (---)i C:) �°, o Cu Cu u°� t-; vii Q o N +, + _,� a -� + + + w N d- ter- � LO �O V" 5 61# CONST. 7rE B CURB & GMER f 20K6 8� SEKS .3 6 SEWER W 714 4.5 COMB SIDEWALK --TYP. �, T I p 12 N 89'15'19" W 13 )J 14 ,._.� _.... � 1 fi cv F �5,,� 24 S.D• N 89151 J W B20K5 FL L 0 10 ao 8 and t A I I ` R/W A Cu O A C::) CdLJ M N � � CD 2 a i - w 3 w q A A A A p 1 � � N (=0 "Xi 49 50 (:Z)j 0 6 5 LO 201 Q 1 Q ui 'e' � ° SEE SFIEET 16 �'" \0 §� §! `W 4 CTS BE CONS T. OR EXISTS AS NO TED � 0 STREET L16HT - 95W LUNEN PER COB STD ST -14 e GAD a 430 oo CI C1 � n. �>,, �► R! M r � ' I �• �%� LO W ONr ici .. .. ...... � ._.... dw �- 13T90.70 WNST TYPE wAw C.B. w/3.5 OPENING (18) r- W RADIAL TO CENTERLINE STA. - AS ACTED m u") FL 353.52 DEP. 353.35 T TYP, TYPE A' CATCH BASIN PER COB STD -14 W J . _ - a �- ___ - -- (20. 001 LT.) � _� ____ r7 sEmsR MAIN & aEANNUT PER COB STD SV-6 } STB* NOTE: CONSTRUCT STREET SECTION PER TYPE "A" LOCAL STREET SECTION ON SHEET 2. Q Q.. BUTT�'RFL Y OSE A V,' UNIT 2 12 13 14 15 16 A A c`Ot, c`Ov � � 3 O � A 00 IS 87 86 cv I I + co ! ! R /W� ' AFL ' -• CONST. TYPE "B" CURB & GUTTER 62% 107H 4.5 COME. SIDEWALK -TYP. S 89'15' 9" � 17 1 18 A I I i I 15 (O A A o O CQ CD r 17 %IIIIIIIIIIf %Iff low %1f am 4 3 � ss � } i • i � f s } -7 Was It € t 1 N € fi 18 A Qj N 85 a 0 CI A o"-, R/W A 80 C3-t O 0 00 � c V V 00 CO M pp CID 83 3 � + A e- cm cu 0 84 w cU-5u O's 6 sEr��R 19 A (3-E 82 O _ 71721 ° o Cm V + + cm Em 19 20 3 ROBERT E SMITH ROE 35473 DATE A �O ^ cu NI M 7 + ti� IOVESSI0 E. l co LO m No. 354'73 � -�T C> 9/30/07 z 20 +34.03 BVC FL 355.31 (23.55' LT.) p OF C ALZ 20 +41.25 PIVC FL 355.41 CIO 20 +41.25 POVC FL 355.36 20 +34.03 EVC FL 355.31 (23.55' RT.) f W I� I• A c� �Ou cn v w LEGEND • STR CITY MDMIWNT ENCASEMENT PER COB STD ST -13 CTS BE CONS T. OR EXISTS AS NO TED .0 7.09' STB. STREET L16HT - 95W LUNEN PER COB STD ST -14 e S rBe S TREE T LIGHT - 22000 L UNEN PER COB STD ST -14 + i 4.01 0. CITY STREET NAME SIGN PER COB STD T -1 ' I �• �%� LO WHEEL CHAIR RAMP PER COB STD ST -19 AND ONr ici .. .. ...... � ._.... dw �- • cc I vr r45 1w) 4 Ln RADIAL TO CENTERLINE STA. - AS ACTED f TYR l cs C4 T TYP, TYPE A' CATCH BASIN PER COB STD -14 W J . _ - a �- ___ - -- ! _ _ _ � _� ____ r7 sEmsR MAIN & aEANNUT PER COB STD SV-6 } STB* CD 21 STD. BRAINAX BASIN PER COB, STD D -11 Q Q.. Im V W € Lu LY1 � .es W r*.% .. co Vpm Vo- 18 A Qj N 85 a 0 CI A o"-, R/W A 80 C3-t O 0 00 � c V V 00 CO M pp CID 83 3 � + A e- cm cu 0 84 w cU-5u O's 6 sEr��R 19 A (3-E 82 O _ 71721 ° o Cm V + + cm Em 19 20 3 ROBERT E SMITH ROE 35473 DATE A �O ^ cu NI M 7 + ti� IOVESSI0 E. l co LO m No. 354'73 � -�T C> 9/30/07 z 20 +34.03 BVC FL 355.31 (23.55' LT.) p OF C ALZ 20 +41.25 PIVC FL 355.41 CIO 20 +41.25 POVC FL 355.36 20 +34.03 EVC FL 355.31 (23.55' RT.) f W I� I• A c� �Ou cn v w LEGEND • STR CITY MDMIWNT ENCASEMENT PER COB STD ST -13 t3 98.3' 125.6 ' --© 0 2 o CURS `r' ON OU W a WAP d M ti � _ CTS BE CONS T. OR EXISTS AS NO TED a STB. STREET L16HT - 95W LUNEN PER COB STD ST -14 e S rBe S TREE T LIGHT - 22000 L UNEN PER COB STD ST -14 + STA S E TRfT NAME SIGN (NETRU) PER COB STD T -1 STR CITY STREET NAME SIGN PER COB STD T -1 l�STD. LO WHEEL CHAIR RAMP PER COB STD ST -19 AND CAL TRANS SPECIFICA TIL 7N PER STD A 88A � f DRIVEWAY PER CAB STD ST -4 AND T -12 �- TRAFFIC CONTROL S16N - AS ACTED X PT. RADIAL TO CENTERLINE STA. - AS ACTED f TYR SEWER MAIN & MANHOLE TYPE A' PER COB STD SV -4 T TYP, TYPE A' CATCH BASIN PER COB STD -14 -o� RCP vIR6j CL Iff & MANHOLE TYPE A' PER COB STD SW -4 � TYR sEmsR MAIN & aEANNUT PER COB STD SV-6 } STB* OUTLET STRUCTURE PER COB STD D -11 21 STD. BRAINAX BASIN PER COB, STD D -11 t3 98.3' 125.6 ' --© 0 2 o CURS `r' ON OU W a WAP d M ti � _ 357 356 355 354 353 352 357 !i7 i t f a � i { S f 1 I 356 U") tt }} yy 1 i S 3 7 i . D1 Y t �1j $F li , J j 356 Y s 355 t cn 3,5 8 € � j I � �. g8. r `5. �• ! € r i 3 8 I ' k +0.425% ..D. t € F C� -!'O.ZOii 0 27 '�? -CURVE ON CU o o 354 1 .._- , 3 t° � _ . F f • i 94.01' 4 t =� � t.t•? 'Ct qqo 1 Q� . t € l i i i i r I`� 354 CD rel> � � E;11R �. ON 38. tCl R CU 3 �,4� d- `t- `° co i VE i o 1.42 3 Q z . n I L U C.D 353 i , r. € t i 1 i i € m �"� l -T 3 3 IQJ "MA f 1 LL- CN C.) m C--) L.t._ i z t ; C4 LL- ui s 00 ri CD evoi g, . -t •"' - "- . --.-.- .._-.� ....- •- •--- ....., -,-. - ...- ..- _..i...�.II�I�IA4..,- �- • f Y .�... jE. i % f • • • 3 t� 'S wi/ g • + Y,� i. 352 W r7 ..... W ,, , C,� I M V �. OC f i Cm .d" 'd" r i i _ r f W ( L,Y dot sh a.. f1. i i € - _ _ I r • V � W - � F wlri/ o � S 1 00 OO ti. �.! m V I f E f N N m f All QA I } i �./ !"• I W E 6f� �.t/ >4 S i f im Un + i 1 > • IL I. 00 ArT 4 MITT )a CUR _ + i V ) �j_� �._ 4- llvr. r 45c dft VERTICAL CURVE f ffub VjKfi K _ E SHEET 17 OF 24 S SETS S , �tfta�5 j MAIIIIII LO tr') � 357 356 355 354 353 352 357 !i7 i t f a � i { S f 1 I 356 U") tt }} yy 1 i S 3 7 i . D1 Y t �1j $F li , J j 356 Y s 355 t cn 3,5 8 € � j I � �. g8. r `5. �• ! € r i 3 8 I ' k +0.425% ..D. t € F C� -!'O.ZOii 0 27 '�? -CURVE ON CU o o 354 1 .._- , 3 t° � _ . F f • i 94.01' 4 t =� � t.t•? 'Ct qqo 1 Q� . t € l i i i i r I`� 354 CD rel> � � E;11R �. ON 38. tCl R CU 3 �,4� d- `t- `° co i VE i o 1.42 3 Q z . n I L U C.D 353 i , r. € t i 1 i i € m �"� l -T 3 3 IQJ "MA f 1 LL- CN C.) m C--) L.t._ i z t ; C4 LL- ui s 00 ri CD evoi g, . -t •"' - "- . --.-.- .._-.� ....- •- •--- ....., -,-. - ...- ..- _..i...�.II�I�IA4..,- �- • f Y .�... jE. i % f • • • 3 t� 'S wi/ g • + Y,� i. 352 W r7 ..... W ,, , C,� I M V �. OC f i Cm .d" 'd" r i i _ r f W ( L,Y dot sh a.. f1. i i € - _ _ I r • V � W - � F wlri/ o � S 1 00 OO ti. �.! m V I f E f N N m f All QA I } i �./ !"• I W E 6f� �.t/ >4 S i f im Un + i 1 > • IL I. 00 ArT 4 MITT )a CUR _ + i V ) �j_� �._ 4- llvr. r 45c dft VERTICAL CURVE f ffub VjKfi K _ E SHEET 17 OF 24 S SETS S , �tfta�5 L-L'. 4ow a 4�1 M 358 357 356 ---- - ------- 355 354 358 357 356 355 354 C-) 17 5 c%4 Lf-j en R/W 6 00 V) 12 CONST. TYPE "B" CURB & GUTTER MTH 4.5 COMB. SIDEWALK—TYP. 5 ---R /W C- 4 C W C"N L UO) pe) n 0 LO hi ia cm, ft 12' WIDE CROSS GO TIER PER C.O.B. STD. ST-7 FL Q KI E CURVE DA TA SEE SHEET 22 co ul) uj ct:: w- LL- CC> > NUMBER DELTA TANGENT RADIUS LENGTH 20_11 C-0) � 04:s; ui U") .0 T 90'00'00" 20-00' 31.422 20-002 33 C-D a J r--. LA- >< C) 4) 90000200,2 20.00" 31.421 20-00' u 3) 90000' 00" 20.002 31.42 2 20.00, SEE SHEET 19 ulpo ) w 90000,00" 20-00' 3142" 20.00' 1 20 20 1 ni u- 5 U + M C) ce 96 Go LO 00 2-1 o -cs �p (D CN 11 N 00*44'41" E LO f Q� 0-4 FL 8* SEWER 12' WIDE CROSS GUTTER L PER C.O.B. STD. ST-7 261 DW C u) 5 U-) 1 0 21 20 ui to U") u- n I u- W u') 4- SEE SHEET 19 1 C-) LL a: LJJ X (::> m °° L L- CA:: =:> C'4 + + F- cn =1 cr. al C. C) C-) 17 5 c%4 Lf-j en R/W 6 00 V) 12 CONST. TYPE "B" CURB & GUTTER MTH 4.5 COMB. SIDEWALK—TYP. 5 ---R /W C- 4 C W C"N L UO) pe) n 0 LO hi ia cm, ft 12' WIDE CROSS GO TIER PER C.O.B. STD. ST-7 2 20 Lu m SEE SHEET 22 co ul) uj u- LL- CC> > ck: u") L) "') SEE SHEET 22 M --i 11 20 -1120 -L �-ll 20_11 C-) 17 5 c%4 Lf-j en R/W 6 00 V) 12 CONST. TYPE "B" CURB & GUTTER MTH 4.5 COMB. SIDEWALK—TYP. 5 ---R /W C- 4 C W C"N L UO) pe) n 0 LO hi ia cm, ft 12' WIDE CROSS GO TIER PER C.O.B. STD. ST-7 NOTE: CONSTRUCT STREET SE C TION PER TYPE "A)) 00 LOCAL STREET SECTION ON SHEET 2. 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SCALE.* HORIZ. 1 50 Is 9 i i VERT. . ......... . ... . ..... - - --------- -- -- - ------------------ - ------ - --------- --- - - - ------- . ......... - - --------- - ---- - - --------- t - --------- ------ - --------- ---------- - --------- - -------- -aR --- - --------- - --------- -- - --- - - - - -- - I - --------- . ..... ...... - --------- ------ ------- - ---------- ---------------- ----- ---- ------- - ----- ------- . . .......... ..... ..... . .... ....... . . .......... ..... ..... . .... . ........... ......... . ..... ------- .. . ..... ------- . .... ..... - - --------- . ... ..... - ----- ------- ----- --4 ------------- ------ ----- - -------- ---- ---------- ------------- ---- - - ----------- -------- - ----- -------------- - ------------- ---- - ---- ----------- -------------- tA-b u u ---------- - -------- + - ------------- ------- -- -- - ----------- ----- -- ------------ ------ --- - --- i. ...... - --------- ----- - - - ------- --- ------- ----- ----- - --- . . ....... ... - --------- ----- . . . ....... ... - -------- - --------- ----- - ----- - --- ----- - --- - - - ------ ------ ----- --- - --------- ----- - --------- - --- . . . ....... . ------- ----- . ....... ... - --------- ----- - --------- ----- - --------- - --- ------ - --- ----- ----- - --------- ----- - --------- - --- --------- ----- - --- ----- ---- -- ----- ----- ----- u') 5% CAD — ------ — ----- co -- — ------- — ------ — ------- — ------- — ------ — ------ — ------- u") 213 --- - --- - ------- - --- - ------ -------- !LO 31.4 Its A - ------- C-) L6 LL - LLJ LO C m u- ........ . ... .... . .......... . ... ..... - ---------- - --- ----- -- - ---- - --- ----- - - --------- - --- ----- .......... . ... ... ------------- - -- - -------- . ... . ........ - --------- - -------- - ------ ......... . ... . .... ---- - ------ T- --------- - ------ .. . ......... - ----- --- . ......... - ------ . ... .... m + c> s TrA Y UYIT 2 1 2 1 0 1 1 1 2 1 3 r G m -1 w ' 1 I i i i 1 I I 'C4 + C=) + -------------- ---------------- ----------------- ----------------- --------- ----------------- - ----------- LL- C.D C> 6 cr) 1* LO C11-4 mp --- Ad Lo 1^ LLJ C> CD C) C> vl- .211% 217 14 E. ell ROBERT E. SMITH RCE 35473 DATE i��� � ��'��Ji�► 3'Z�'b� 4qp No. 35473 m pe" 9/30/07 �' �%S- Qu /�� "RECORD DRAWING" OF CAL X CORRECTIONS BY.-4 DATE LEGEND • sm. an MavuMENr ENCA SE-MEN T PER MY S /V S I ---m 143 (TO BE CONST. OR EXlS75 AS N07ED) <> S7D. S1REEIIJGHT 9500 LUMEN PER COO S7D ST-14 �— S7D., CITY S7REET NAME SIGN PER COB S7D 7 -1 1�S1D. NHEEL CHAIR RAMP PER COB S7D ST-19 AND CAL7RANS SPEpFlCA7lOJ PER S7D A-88A � � DRIVEWAY PER COB S7D ST-4 AND T -12 —�— 7RAfF7C CON7Ra SYQV - AS N07ED PT. RADIAL TO CEN7ERLlNE STA. - AS N07ED TYP. 5E{f£R MAIN & MANHOLE TYPE A' PER COB S7D SW-4 "V 71P. TYPE il" CATCH BARN PER COB S7D-14 RCP W /RGl a /// & MANHOLE TYPE -vA'v PER COB SR! SK'-4 �-- TYP. Sfl4£R MAIN & GYEANOUT PER COB S7D SW -6 S7U. OU7LE7 S7RUC7URE PER COB S7D D-11 S7D. DRAINAGE BASIN PER COB S7D D-11 SHEET 20 OF 24 SHEETS 358: 357 356 --- - ------- 355 354 358 357 35,6 355 354 P F. CC> > + - ------- - ------ & LO 60.4d Ln .0 33 C-D >< C) W5 14 E. ell ROBERT E. SMITH RCE 35473 DATE i��� � ��'��Ji�► 3'Z�'b� 4qp No. 35473 m pe" 9/30/07 �' �%S- Qu /�� "RECORD DRAWING" OF CAL X CORRECTIONS BY.-4 DATE LEGEND • sm. an MavuMENr ENCA SE-MEN T PER MY S /V S I ---m 143 (TO BE CONST. OR EXlS75 AS N07ED) <> S7D. S1REEIIJGHT 9500 LUMEN PER COO S7D ST-14 �— S7D., CITY S7REET NAME SIGN PER COB S7D 7 -1 1�S1D. NHEEL CHAIR RAMP PER COB S7D ST-19 AND CAL7RANS SPEpFlCA7lOJ PER S7D A-88A � � DRIVEWAY PER COB S7D ST-4 AND T -12 —�— 7RAfF7C CON7Ra SYQV - AS N07ED PT. RADIAL TO CEN7ERLlNE STA. - AS N07ED TYP. 5E{f£R MAIN & MANHOLE TYPE A' PER COB S7D SW-4 "V 71P. TYPE il" CATCH BARN PER COB S7D-14 RCP W /RGl a /// & MANHOLE TYPE -vA'v PER COB SR! SK'-4 �-- TYP. Sfl4£R MAIN & GYEANOUT PER COB S7D SW -6 S7U. OU7LE7 S7RUC7URE PER COB S7D D-11 S7D. DRAINAGE BASIN PER COB S7D D-11 SHEET 20 OF 24 SHEETS 358: 357 356 --- - ------- 355 354 358 357 35,6 355 354 P F. � / � � : �`�� � . � �` � � � . � :� � s � � : \ \ \ ��d m� y � � s ��� . � + � � �/ w�T ��� � z\ M 8 S 1 t �1 j 1 fi�xiy!R_ `firta,' ,A6 op ;�, . -,,-�` i E ' �. . f.:. �� _ .. r i j(_ - } ..,. ,Y' I _._ .w _ __ }